Wind-Induced Dynamic Analysis of Rung-Shape Long-Span Tensile Cable Membrane Structure

Fei Liang; Jiahao Xian; Jian Wen Wang

doi:10.4028/www.scientific.net/AMM.578-579.432

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Wind-Induced Dynamic Analysis of Rung-Shape...

Wind-Induced Dynamic Analysis of Rung-Shape Long-Span Tensile Cable Membrane Structure

Abstract:

The rung-shape long-span tensile cable-membrane structure in Foshan Century Lotus Stadium was analyzed. The effects of different pre-stressing degree and membrane tensile rigidity were discussed on structure natural vibration, static wind loads response and wind-induced dynamic analysis. Dynamic wind equivalent coefficient which can be used in structural design was also preliminary analyzed.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

432-440

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.432

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Online since:

July 2014

Authors:

Fei Liang, Jiahao Xian, Jian Wen Wang

Keywords:

Dynamic Wind Equivalent Coefficient, Natural Vibration, Pre-Stressing Degree, Rung-Shape Tensile Cable-Membrane Structure, Static Wind Loads Analysis, Tensile Rigidity, Wind-Induced Response Analysis

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References

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DOI: 10.4028/www.scientific.net/amm.578-579.432

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DOI: 10.4028/www.scientific.net/amm.578-579.432

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